Consolidated and Undrained Ring Shear Tests on the Sliding Surface of the Hsien-du-shan Landslide in Taiwan

Table 4

Water content of the samples after ring shear test.

Sample		Depth = 100 m	Depth = 75 m	Depth = 50 m
Remolded landslide gouge	Upper part	8.82%	14.49%	10.56%
	Middle part	10.03%	11.83%	10.29%
	Lower part	9.93%	12.00%	9.88%
Tangenshan rock		1.94%	2.13%	—